Reem Ryan
Wo r k S a m p l e s
19520 Waters Road. # 1408 Germantown, MD 20874 Cell: 571-275-2740 Email: re1986em@gmail.com
Cambria Hotel & Suites - San Juse OSE Hotel 2850 Stevens Creek Blvd. San Jose, California 95128 Professional Experience
First Floor Plan
Enlarged Lobby Floor Plan
Typical Guestroom Floor Plan
Enlarged ADA Guestroom Floor Plan
The Cambria in San Jose project is a hotel with various public spaces and an attached garage located in San Jose, CA. The building is 10-story hotel (up to a height of 120 feet) with up to 175 guestrooms. Unique to this project was that the conference rooms and the restaurant were located on the 10th floor instead of the ground floor like many other projects. My role was to assist in developing the sets up to DD in Revit. I worked on the entire set including, but not limited to, door schedules, interior elevations, guest room layouts, accessory schedules and various detailing efforts.
Cambria Hotel & Suites - Morristown Hotel Market Street & Bank Street Morristown, New Jersey Professional Experience
Proposed Site Plan
First Floor Plan
Ground Floor Plan
Typical Floor Plan
The Cambria in Morrisontown project is a hotel with various public spaces located in Morristown, NJ. The building is on a very tight site with existing buildings on both sides. One building has a shared wall with no shared access while the other building has full access between them. In addition the existing building uses the Cambria for egress to the outside. A requirement of the project was that the aesthetics has to match the existing neighborhood so strict adherance to preset standards was observed. My role on the project was to develop the exterior facade and model the existing conditions including topography. This included exterior elevations and various exterior detailing for the set.
Cane bay
Residential Palmetto Walk Dr, Summerville, SC 29483 Professional Experience
Typical Floor Plan
The Shown Project is part of residential development for The Cane Bay in Summerville, SC. The site consists of ten buildings. Each building is three story high and contains 30 units. My role in this project was to help create the SD and DD set in Revit. This included modeling exterior facades, developing unit layouts, assisting with wall sections and details and modeling several families. In addition, I was charged with making sure that they complied with the relevant codes. As my first project that I was involved in from SD to CD this project taught me about residential unit layouts, detailing and the organization of construction documents. 1 Reem Ryan
The Lofts At Downtown Crown Multifamily Mixed Use Colpey Street, Diamondback Drive Gaithersburg, MD 20878 Professional Experiences
SW706
19' 6"
24' -
" 0 1/2
" 2 1/2
A
23' -
71' -
7" " 6 1/4
07 A-2
1/4" 4' - 2 6" 10' 23' -
6' - 4"
11" 10' -
1
B
1/2"
" 0 3/4
G03
8' - 1 3/8"
26' - 10"
D
8' - 4 5/8"
SF21a
MO 01
SF22a
C102 ENTRY F1
R
SF22a
SF22a
6' - 4"
10' - 11"
171°
SB 62
G03
G03
SF21a
12' - 1" 7' - 1 5/8" 9' - 0" 7' - 0" 5' - 6" 12' - 9 1/2" 23' - 1 5/8" 24' - 10 1/2"
1
10' - 6"
8' - 2 1/2" 6' - 4"
24' - 2 1/2"
MO 01
SF22a
10' 1- 11" A-201 23' - 7"
4 A-502
R
SW7043
R
LOBBY 1
1
P
F1
P
R
2
2 P
F1
SF-21 SB 62
1 A-114(1)
3
CEILING SW7069
SF-20
1
R
SW7069
1 A-513
SB 62
SF-02
12' - 9 1/2"
2
3 P
P
ENTRY
10' - 5"
SW7069
P
C101
17
11' - 5"
24' - 2 1/2"
95' - 1 5/8"
G
H
J
K
L
M
A-204
F
C
Ground Floor Plan
Graphic Scale: 1 inch = 16 feet
0
16'
32'
4
5
48'
64'
M
DATE MHD.010a LDI LDI
9/11/2016 9:59:13 PM MHD010a.RVT
UNIT
STORAGE 3-05 - 3-08
10
C2
CL
STORAGE 3-01 - 3-04
RL
B2
UNIT
205
SP
B2
UNIT
RL
236
68' - 0 3/8"
VENT, SEE MEP DWGS.
10' - 7 7/8"
2' - 3" RCA10 WB 52
3rd Sub Floor 449' - 1 7/8"
UNIT
WB 52
7' - 4"
STAIR 1-B1
RL
17
RL
DX1m2-1
UNIT 233
UNIT
02 A-711(3)
UNIT
202
RL UNIT
DX1
DX1
m2-1
200
1 A1m
33
74' -
ING ILD BU
0"
74' - 0"
74' - 0"
- B2 BUILDING
MPDU
m2-1
204
7
1 A-201
BUILDING - B1
B3 1 A-204
1
Second Floor Plan
07 A-2
Graphic Scale: 1 inch = 16 feet
0
16'
32'
48'
64'
P.T. BLOCKING 1' - 8"
3/8"
SLOPE DN
S.A. FLASHING PARAPET CAP FLASHING
SLOPE DN
FRP CORNICE SECURE FRP CORNICE PER MANUFACTURER SPECS 9 5/8"
PT WOOD BLOCKING FLASHING BARRIER TO ADHERE WRB & ROOF MEMBRANE
WB 72
WB 52
(INT.) 6"
S.A. THROUGH WALL FLASHING W/ S.S. DRIP EDGE EXTEND UP 12' (TYP.) 6" MIN ABOVE MORTAR NET
4 3/4"
SELF ADHARED FLASHING TAPE OVER S.S. FLASHING (TYP.)
DECORATIVE FASTNER HEAD 1" STIFFNER PLATE WELDED TO CHANNEL & PAINTED FLASHING FASTENER THROUGH SELF ADHERING FLASHING TAPE 1" BLOCKING OR WELDED STEEL STANDOFF PLATE STEEL MC-8, PAINTED BUG SCREEN
MORTAR NET FULL LENGTH OF WEEPS ALONG CAVITY
1" GAP MIN. CONTINUOUS PERIMITER SEALANT BETWEEN WINDOW & MEMBRANE @ ROUGH OPENING INTERIOR PERIMETER SEALANT
10' - 7 7/8" 15' - 0"
MO 01
UNIT DX1m2-1 265
231
6
6"
3/4" 1/2"
2"
DRIP EDGE
4"
EXTEND WEATHER RESISTANT BARRIER TO TOP OF PARAPET WALL SLOPE TO DRAIN
HEADER, SEE STRUCT.
1/2"
2"
2' - 0"
UNIT A1m1 263 MPDU
UNIT DX1m2-1 261
DX1m2-1
235
A1m1
MPDU
3/4" 3/4"
2nd FIN FLR 438' - 6"
ELEV 1 - B1
HB
UNIT UNIT
3 A-514
UNIT A1
SSA 03
RL 10
02 A-711(1)
FCA 10 12 A-521
16
ELEC.
NAILING FIN SET IN SEALANT 4 A-521
20 A-521
02 A-701(1)
B2
8"
4"
WEEPS ABOVE HEADER
191' - 3"
1 2 A-711(2)
CANOPY ABOVE
32
STAIR 1 -B3
CANOPY ABOVE
10
E2
STAIR 1 - B2
10
CANOPY ABOVE 10 HB
ELEC. 02 A-701(3)
1
15 UNIT 266
02 A-701(2)
ELEC.
31
MPDU
UNIT C2m1 267 MPDU
237
10
1 C2m
206
14
RL 10
C2
UNIT
10
UNIT
A-203
RL
238
10
RL
STORAGE 1-05 - 1-08 C2
UNIT 268
RL
A-202
C2
UNIT
RL
30
RL
207
10
10
10
1 5/8"
1' - 7 7/8"
10' - 7 7/8"
2"
4th Sub Floor 459' - 9 3/4"
7' - 4" UNIT A1
MPDU
2' - 2" Roof Level - Building 481' - 7 1/2"
SLOPE DN 1/4" = 1'-0"
7' - 4"
WB 52
12 A-521
07.18.16 07.18.16 12.17.2015 11.16.2015 10.16.2015
DESCRIPTION
A-111
SECURE TOP LEADING EDGE W/ MECH. FASTENED TERM. BAR (TYP)
20 A-521
FCA 10
RL
1/2"
ROOF
WB 52
6 A-541
UNIT A1
1 C2m
11' - 1 7/8"
10' - 5 7/8"
DIM. TO TOP OF PLY
9' - 0"
7' - 4"
5th Sub Floor 470' - 5 5/8"
SIM
HB
13 RL
UNIT C2m1 269 MPDU
3/4" 5/8"
20 A-521
FCA 10
FINAL CONSTRUCTION SET MISC REVISIONS MISC COMMENTS MISC COMMENTS CD SET
PROJECT No: DRAWN BY: CHECKED BY: PLOT DATE: FILE NAME:
208
1 A-531
2 1/16"
WB 52
RCA10
UNIT A1
Roof Level - Building 481' - 7 1/2"
NO.
1" MIN.
8"
M
7 2 1
C:\Users\test\Desktop\Reem\Work LDI\MHD010a.rvt
11' - 1 7/8"
UPPER ROOF LEVEL 492' - 9 3/8"
4 A-514
2S
10' - 6 1/2" 6' - 5 1/2" 10' - 4"
35' - 9 1/4" 1' - 7 1/4"
8' - 5 1/4" 8' - 8"
7' - 6 1/2" 4' - 4"4' - 4"
1' - 6 1/2"
11' - 2" 11' - 3 1/2" 13' - 1 1/2" 10' - 2"
96' - 7"
195' - 5"
12' - 8 1/2"
1
A-202
13' - 10" 10' - 2" 6' - 7" 8' - 6"
1
R
R
3' - 8 1/4"
SF-21
F1
11' - 7"
SW7069
R
CEILING R SW7043
(LOBBY) 510 DIAMONDBACK DRIVE
SW7069
6' - 4"
MAILROOM R
R
8' - 0" 13 8' - 0"
P
SF22a
R
SW7043
R
SW7043
SW7069
P
W
1' - 6" 3' - 6" 2' - 6" 1
1
12' - 7 3/4"
F1
SW7043 P
C121
CEILING SW7069
39' - 0 3/4"
SLOPE DN
1/8" = 1'-0" 1/8" = 1'-0"
SLOPE DN SLOPE DN
1/8" = 1'-0" 1/8" = 1'-0"
SLOPE DN
5' - 4 1/2" 8' - 0"
17' - 6" SLOPE DN
3' - 6"
1/8" = 1'-0"
8' - 6" 14
15
SF22a
23' - 7"
8' - 6"
5' - 9"
16
W
16' - 9"
17
1/8" = 1'-0"
26' - 0" 18
01 A-711(1)
ELEVATOR CAB
F1
1
GARAGE ENTRY
SW7069
2 A-401
C107 ELEV 1 - B1
WALLCOVERING CEILING R SW7043
?
SW7069
19 1
SW7069
16
UNIT
RL
239
RL
10
A1
3 15
GAITHERSBURG, MD.
PCORNER PAINT AT 1
01 A-701(1)
23
STORAGE 3-09 - 3-12
OS
C2
UNIT 270
10
10
C2
UNIT
A1
UNIT 240
MPDU
210
209
4' - 5"
SWITCH
SLOPE DN
2
SW7069
R
423'-2 1/2"
CEILING SW7069
P P
?
?
2' - 8"
3
R
1/8" = 1'-0"
1 C2m
UNIT
One Preserve Parkway, Suite 750 Rockville, MD 20852 301-978-3610 www.streetscapepartners.com
UNIT
ELEVATOR LOBBY R
SLOPE DN
1/8" = 1'-0"
2
12 A1 UNIT 271 MPDU
RL
HB
10
COURTYARD 2
RL
T1
STAIR 2 - B1
RL
10
14
2 A-721(1)
10
COURTYARD 1
10
22
211
02 A-702(1)
B1
241
242
B1
UNIT
11
RL UNIT 272
RL
RL
C2
UNIT
B1
UNIT
RL 10
STAIR 2 - B3
STREETSCAPE PARTNERS RL
10
10 2 A-721(2)
21
RL
8"
4' - 0"
3' - 4"
R
2
P
P 2
P
MO 01
G03
T2
B1
2 A-721(3)
T3
G04
12
MO 04
SLOPE DN
8' - 6"
17' - 0"
SW7069
F1
2
SLOPE DN
1/8" = 1'-0"
SW7043
1 LOBBY
R 2
3' - 1" 8' - 6"
SLOPE DN
1/8" = 1'-0"
11
244
RL
02 A-702(2)
STAIR 2 - B2
B1
UNIT
10
10
02 A-702(3)
2 A-410
RL
HB
20
213
m1-1
OWNER:
G04
17' - 0" 10
STAIR 1-B1
SB 32
1' - 8"
1
SB 32
SLOPE DN
R
5' - 8"
8
SW7069
6' - 4" 8' - 7 7/8" 15' - 6 5/8" 24' - 2 1/2" 99' - 6"
2' - 2"
8"
SLOPE DN 4.85% SLOPE DN
1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"
SLOPE DN P
R
(LOBBY) 506 DIAMONDBACK DRIVE 3
10' - 11"
SW7043
SW7043
F1
1/8" = 1'-0"
CO 11 R
R
CEILING
23
7
SLOPE DN
GARAGE W 1 ENTRY
5' - 0"
118
117
6' - 4"
9
1/8" = 1'-0"
CAB
R
RSW7043
8' - 0"
8' - 6" 116
10
F1
MAILROOM
11
12
22
1' - 2"
ELEVATOR
PAINT SWITCH AT CORNER
1
CEILING SW7069
5' - 0"
17' - 9"
1/8" = 1'-0"
SLOPE DN
C118
17' - 0"
21
1 A-711(2)
R
P
SW7043
C122
24
BIKE RM - 1
46
1
13
G03 9
1/8" = 1'-0"
RL
DX1
212
G04
8
SLOPE DN
1/8" = 1'-0"26' - 0"
UNIT
GROUND FLOOR PLAN
G03
10' - 4"
1/8" = 1'-0"
SLOPE DN
1/8" = 1'-0"
SLOPE DN SLOPE DN
1/8" = 1'-0"
17' - 5 1/2"
4' - 4 1/8"
4' - 4 1/8"
MO 01
169°
47
SLOPE DN
RL 6 A-410
10
8"
6"
1' - 8"
SB 62
11' -
8' - 4
SF22a
SF-01
3' - 8"
15' -
3 A-401
SF21a
SF22a
9
W
25 17' - 0"
6
SW7043
SW7043
MO 04
26
45
-1 DX1
215
UNIT
0
G04
6
UNIT
1" MIN. FOR SHRINKAGE
7
108 107
SF22a
SW706
5
74'
UNIT DX1m1-1 273
3/8"
R
F1
E2
R
1
SB 32
44
B
DX1-1
UNIT 274
SEAL & SIGNATURE:
12
G03
1/8" = 1'-0"
8"
©2016 LESSARD DESIGN INC. EXPRESSLY RESERVES ITS COMMON-LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF LESSARD DESIGN INC.
1
ENTRY
27
10
www.Lessarddesign.com
SHEET TITLE:
P
9
SLOPE DN
1' - 8"
9 SW706
C103
28
43
11' -
M
2
HB
DX1-1
243
246
" - 0 1/2
8521 Leesburg Pike | Suite 700 | Vienna, VA 22182 OS P: 571.830.1800 | F: 571.830.1801
L
A-201
OS
UNIT
DX1-1
UNIT 7 A-410
THE LOFTS AT DOWNTOWN CROWN
3
9 SW706
CEILING 9 SW706
421'-10 3/4"
R
106
9
R
F1
P 3
1' - 8"
" 0 1/2 " 8 1/2
37' -
9 SW706
3 P 1
9 SW706
34' -
P 2
29
42
G04
4
1/8" = 1'-0" 41
C108
8"
4"
3
K
73' - 0 1/2"
3/4"
A 11
PROJECT NAME:
3 SW704
SW704
SW706
P 2 P P 2 3
424'-6"
SLOPE DN
30
5
3
SW7043
PE DN SLO " = 1'-0 1/8"
9 SW706
R
LOBBY
R
48
10"
W
3
R
1' - 8"
SW704 9
SW706
31
40
1' - 4" SLOPE DN
20
1' - 8"
CEILING 9 P 1 SW706
(LOBBY) 502 DIAMONDBACK DRIVE
32
39
1/8" = 1'-0"
4
ELEVATOR LOBBY WALLCOVERING F1 CEILING R SW7043
120 109
1' - 2"
C123
R
CEILING 3F1 SW704 R
49
1' - 8"
E GARAG ENTRY
50
52
C109 DN SLOPE 1'-0" 1/8" =
115
114
113
112
" 2 7/8
R
R
SB 62
? 3' - 0"?
4' - 0" 2' - 2"
3' - 11"
01 A-711(3)
8' - 6" 111
3' - 6"
8' - 6"
W
1
421'-10 3/4"
1"
1/2" P
R
OM MAILRO
R
51
P
26' -
7' - 8 3
SB 32
? 4' - 0"
1/8" = 1'-0"
SW7043
2"
SW706
SW704
9
SLOPE DN
DN SLOPE 1'-0" 1/8" =
PE DN SLO " = 1'-0 1/8"
10' -
C111
VERING F1 WALLCO CEILING 3 SW704
9' - 4"
9' - 2 7/8" DN SLOPE 1'-0" 1/8" =
26' - 0"
10"
423'-8"
MO 04
LOBBY
OR ELEVAT
CAB
F1
SLOPE DN
PE DN SLO " = 1'-0 1/8"
124
0"
5.24%
13' -
OR ELEVAT
8"
1/8" = 1'-0"
STAIR 1 - B2
126
01 A-702(1)
7
DN SLOPE 1'-0" 1/8" =
119
120
121
122
G04a
1' - 8"
60' - 0"
4' - 0"
421'-10 3/4" STAIR 1 -B3
1' - 8"
SLOPE DN
1/8" = 1'-0"
(GARAGE) 49 INSLEY PLACE
DN SLOPE 1'-0" 1/8" =
1/2"
38
60' - 1 1/2"
53
01 A-701(2)
125
17' -
0" 0"
3' - 6 123
01 A-701(3)
1' - 0"
1/8" = 1'-0"
-0 110'
J
203' - 3"
33' -
PE DN SLO
0"
127
17' -
0"
MO 01
SLOPE DN TRASH RM #1 1/8" = 1'-0" C115
SLOPE DN
07 A-2 2
10
- 3" 203'
17' -
G03a
1
9"
12' -
0" 17' -
105
8" G03
0"
26' -
104
161
150
149
1/2" 1/2" 4' - 11 4' - 11
16' -
2"
- 11" 203'
10' -
1/2"
6
148
1 A-721(1)
2
09 A-2
-8 113'
10"
128
1' - 5"
1/8" = 1'-0"
SLOPE DN
54
61
AA
3' - 11"
1
09 A-2
13' -
423'-8"
G04
62
DN SLOPE 1'-0" 1/8" =
147
C119
102
G04
0"
146
G04a
1
MO 04
? ?
DN SLOPE 1/8" = 1'-0"
BIKE RM - 2
103
5
17' -
145
129
G03 MO 01
131 130
101
424'-6"
423'-8"
08 A-2 1
5"
PE DN SLO " = 1'-0 1/8"
DN SLOPE 1/8" = 1'-0"
G03
C150
33
H
74' - 0 1/2"
1
144
34
E
C
G
2
CC
A-206
22' -
4
PE DN SLO " = 1'-0 1/8"
100
35
A-204
D
1
" 10 1/8
99
G04
55
F
2' - 0" 9"
1' - 3"
STAIR 2 - B1
63
ARCHITECT:
M 4' - 0"
6' - 0" 6' - 6" 4' - 0"
A-205
13' -
G04
132
G04
MO 01
SLOPE DN
423'-8"
143
0"
36
37
1/8" = 1'-0"
56
60' - 0"
142
133
98
MO 03
G04
57
75
76
16' - 6"
M0 02
65
MO 04
64
DN SLOPE 1'-0" 1/8" =
7/8"
134
60' -
97
60 03
C116
74
77 E DN - 0" SLOP60' 1/8" = 1'-0"
141
C141
01 58A-702(2)
73
78 140
135
96
G04
PE DN SLO " = 1'-0 1/8"
139
136
95
G03
3
137
72
79
L
21' - 6"
2
G04
59
1 A-721(2)
71 80
13' - 4"
A-201
SLOPE DN
MO
TRASH RM-2
DN SLOPE 1'-0" 1/8" =
01 A-702(3)
70 81
DN SLOPE 1/8" = 1'-0"
9' - 8
2
94
G04
82
138
UTILITIES ELECT-RM 1
MO 04
MO 04
STAIR 2 - B2
DN SLOPE 1/8" = 1'-0"
8' - 6"
STAIR 2 - B3
1' - 0"
PE DN SLO " = 1'-0 1/8"
PE DN SLO " = 1'-0 1/8"
7' - 11"
PE DN SLO " = 1'-0 1/8"
C110
13' - 8"
426'-0"
C161
16' - 4"
4.96%
1' - 0"
G04a
B2-MAIN ELECT-RM 426'-0" MO 04
69
PE DN SLO " = 1'-0 1/8"
171°
SLOPE DN
2"
11"
10' -
29' -
PE DN SLO " = 1'-0 1/8"
" 1 1/2
10"
TRASH RM 3 G02a
PE DN SLO " = 1'-0 1/8"
MO 04
C117
9' - 6"
68
83
MO 04
C142
25' - 4" 1 A-410
MO 01
81 °
426'-0"
67 M0 02
K
12' - 6" 5' - 10"
171°
18' -
11' -
" 6 7/8
1
93 1 A-721(3)
MO 03
" 9 1/4
84
91 92
C143 ELECT-RM 3
17' -
MO 03
8"
8"
429'-0"
G01a
C151
66
11 0°
" 4 1/8
87
C113
DOMESTIC WATER SERVICE
88 89 90
0
G04
28' - 1 1/8"
85 86
G04
C114 428'-9 3/4"
MO 01
J
9' - 3"
8' - 1"
s
C162
G04
MO 01
G04
G04
C112
160°
15' - 8 5/8"
6"
G04 G04
10' -
1/2"
12' -
5' - 9"
8' - 3
8' - 4"
6"
12' -
3/4"
6"
6"
6"
8"
8"
11' 3' - 4"
12' -
" 4 1/2
427'-1 1/2"
H
6' - 0 1/2"
21' - 10"
s
-0 110' 12' 12' -
11' -
5 A-410
G
2
51' - 4 1/8" 13' - 9 7/8"
40.5°
07 14 A-3 A-2 2 5
B
8"
A-204
CC
" 7 3/4
3' - 6 1/4"
27' -
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Roof Level - Building 481' - 7 1/2"
DRIP EDGE BOND BREAK FLASHING
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1' - 3"
(GARAGE) 49 INSLEY PLACE
AVG GRADE 424' - 9" 1st Floor 423' - 6"
The Shown Project is part of multifamily mixed use development in Gaithersburg, MD. The site consists of three buildings which will be developed in phases. Phase 1 has a multi-family residential building with a garage on the ground floor that connects the three buildings together. My role in this project was to help create the SD set in Revit and provide early support during DD development. This included working collaboratively with the design team and the construction document team to model exterior facades and unit layouts. 2 Reem Ryan
Making Private Public M Commercial M 1056-1082 Water M St SW Washington, DC 20024 THESIS PROJECT L’Enfant 9 mins
Smithsonian 15 mins
L’Enfant 9 mins
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Maine Ave
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Boundary lines Pedestrian paths The end of the site facing Jefferson Memorial From the top to bottom: bus stop, cafe, plaza,tickets, passenger loading, small shops, restaurants, administration tower
M
views accessibility: the highest building is at the end. It serves as a landmark and will be visible from all the surroundings Jefferson memorial
The waterfront of Washington Channel has an underutilized pier (District Pier) that serves over 14 companies of tourist ferries and yachts. The pier is surrounded by residential from one side and an office building and a hotel on the other side. The new ferry terminal will incorporate and link existing contexts by carefully repurposing a fluid space and redefining the public space. It also will intensify the use of the site by activating it with many changeable programs and connecting a great range of users including tourists, business people and locals. At the same time it will accommodate many possible functions. The result was a site transformed physically, socially and culturally. The Ferry terminal will now be a destination in the city and a new land mark. 3 Reem Ryan
Level 5 42’
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G H
Level 4 32' - 0"
Level 5 A 42' - 0"
Level 1 0' - 0"
Level 4 32’
Level 3 22’
G Level 2 12’
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A- Metal cap B- Wood structural decking C- Rigid insulation D- Vapor retarder
E- Wood F- Spandrel G-Glulam beam H-Glulam columns
Level 1 0’
Water -15’
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Level 4 32' - 0"
Bedrock
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